;

;

;

;

;

;

; ;

;;

;

;;

;

;

;

;

;;

;

;

;

;

;

;

;;

;;

;

;

;

;

;

;

;

C

A

C

A

CA

C

A

C

A

C

A

C

A

C A

CA

C A

CA

C A

CA

& PAUL S TAYLOR

& RICHARD J LUTZEL

TED L BIRMINGTOM

& PAUL S TAYLOR

& RICHARD J LUTZEL

TED L BIRMINGTOM

& PAUL S TAYLOR

& RICHARD J LUTZEL

TED L BIRMINGTOM

&

PA

UL S

TA

YL

OR

&

RIC

HA

RD J L

UT

ZE

L

TE

D

L

BIR

MIN

GT

OM

WILLIAMSON ROAD, LLC

JOHN CLONTZ FAMILY LLC

PARTNERS, LLC

LAKEWOOD ALLIED

1415 WATERMARK, LLC

CAROLINA INCAQUA NORTH

ASSOC OF IREDELL, INCPIER 33 HOMEOWNERS

& JANET W HOLISINGERLAYTON PIERCE HOLSINER, III

& NICK SITARUSTERRY SITARAS

ASSOCIATION OF IREDELLPIER 33 HOMEOWNERS

AVENUE LLCBALTIC

AVENUE LLCBALTIC

MA

RIN

A IN

C

HA

RB

OR

CO

VE

NORTH CAROLINA PARTNERSHIPSEBE INVESTMENTS, A

MELBA C HOWARD

REID FAMILY ESTATE, LLC

JEAT ENTERPRISES, LLC

CENTER PRESBYTARIAN CHURCH

CENTER PRESBYTARIAN CHURCH

SOUTHWEST 33 ASSOCIATES, LLC

& PAUL S TAYLOR

& RICHARD J LUTZEL

TED L BIRMINGTOM

ASSOCIATES, LLC

SOUTHWEST 33

BIRMINGHAM ETAL

TED L

LIVING TRUST

E JERRY WILLIAMS

&

PA

UL S

TA

YL

OR

&

RIC

HA

RD J L

UT

ZE

L

TE

D

L

BIR

MIN

GT

OM

ALCOVE DEV, LLC

CREDIT UNION

PIEDMONT AVIATION

WILLIAMSON ROAD, LLC

MARKETPLACE, LLC

WILLIAMSON

LIVING TRUST

E JERRY WILLIAMS

PROPERTIES, LLC

SKIPJACK

1109, INC

MINI-STORAGE

WILLIAMSON ROAD, LLC

TIMES OIL CORP AQUESTA BANK

HARRIET C BELK

AND WIFE

B V BELK, JR

HARRIET C BELK

AND WIFE

B V BELK, JR

WATERMARK SHOPPING CENTER, LLC

HARRIET C BELK

AND WIFE

B V BELK, JR

HARRIET C BELK

AND WIFE

B V BELK, JR

HARRIET C BELK

AND WIFE

B V BELK, JR

INVESTMENTS, LLC

MOORE BEATTY

SPECTRUM HOSPITALITY III, LLC

MOORESVILLE HOTEL PARTNERS, LLC

JIMISH QUICKEL LLC

ESTATE INVESTMENTS, LLC

HAMRAH REAL

LIMITED PARTNERSHIP

ROSE HOLDINGS

LLC

HOSPITALITY V,

SPECTRUM

OWNERS ASSOCIATION, INC

MOORESVILLE GATEWAY PROPERTY

LANGTREE UPPER LLC

RED APPLE AT

AQUA NC INC

CONCEPCION

ARRIEL

HOWELL

LEEVON

MICHAEL

BOARD OF CONTROL

MOORESVILLE ALCOHOLIC

ROAD LLC

643 WILLIAMSON

HOLDINGS LLCR&J ROTH

PIER 33 CONDOMINIUM

MARY ANN M HAYS

UNIT 406

spouse, LOUIS E DIETRICH

HILDA DIETRICH and

UNIT 405

KELLY D CROCKER

STEPHEN R CROCKER and

UNIT 404

wife, TERESA D SNIDER

JAMES C SNIDER and

UNIT 408

JAMES KOHLER

ROGER JOHNSON and

UNIT 409

ALAN GUSTAFSON LLC

UNIT 407

ASSOCIATION OF IREDELL INC

PIER 33 HOMEOWNERS

COMMON AREA

PIER 33 CONDOMINIUM

EDWARD ZACHARY

LAURI TRIPP and

UNIT 303

JULIA F SKERLAK

UNIT 301

wife, FRANCES M HARRISON

DERYK W HARRISON and

UNIT 302

wife, JANE F MARSHALL

JOHN MARSHALL JR and

UNIT 306

P&R ENTITIES LLC

UNIT 304

BRITTANY L RAMEY

UNIT 305

PIER 33 CONDOMINIUM

MARIA CELESTE R MCNEILL UNIT 212

ROXANNE GILBEY MOORE

UNIT 210

REVOCABLE TRUST

GEORGE BLAIR MARTIN

UNIT 211

SHARI RUSSO SEXTON

wife, JEAN E RUSSO and

ROBERT NEIL RUSSO and

UNIT 213

BARBARA A HALLING

UNIT 214

wife, WENDY S MACASIEB

ANTHONY W MACASIEB and

UNIT 215

PIER 33 CONDOMINIUM

wife, MARCIE UNANGST

MILTON J UNANGST and

UNIT 102

JAMES C HITT

UNIT 103

and wife, LAURA MCGRADY

CHRISTOPHER A MCGRADY

UNIT 101

wife, DEBORAH AUZENNE

JOSEPH AUZENNE and

UNIT 106

CAROLYN M MUNIZ

UNIT 105

REVOCABLE LIVING TRUST

DONNA LYNN BAILEY

UNIT 104

wife, CHERI THERESA SWERBINSKY

BRYAN WALTON SWERBINSKY and

UNIT 112

IRREVOCABLE TRUST

EILEEN R ROSSEN

UNIT 110

NADINE LLC

UNIT 111

CHRISTOPHER SHEEK DYSON

CAROL M DYSON and

UNIT 107

HULYA GARRETT

UNIT 109

PROPERTY LLC

HOGG LAKE

UNIT 108

PIER 33 CONDOMINIUM

VILLAGE CONDOMINIUM

HARBOR POINT

BALTIC AVENUE LLC

UNIT 100, 101, 102, and 103

DAVID KIRK

UNIT 200

RONALD L CHAMBERS JR

UNIT 300

and MARIA YVETTE MANGO

MARY MARGARET MAGNO

UNIT 301

LAURA D DVORAK

GARAGE UNIT 9

VILLAGE CONDOMINIUM

HARBOR POINT

WILLIAM B MORSE

UNIT 304

DAWN P PATRICK

UNIT 104

NANCY SILJANDER

MARK SILJANDER and

UNIT 204

VILLAGE CONDOMINIUM

HARBOR POINT

NEEMA A ARDEBILI

UNIT 205

DALJIT SINGH

UNIT 105

and LESLIE CARROLL

CHRISTOPHER R CARROLL

UNIT 305

FAYCAL BENHAMMOU

UNIT 206

JACQUE DAWSON

UNIT 106

spouse, IVEY N GUTHRIE

THOMAS H GUTHRIE and

UNIT 306

A

SW

EE

NE

Y

and

wif

e, K

AT

HY

SW

EE

NE

Y J

R

JO

SEP

H F

BRIA

N

D

KA

RRIK

ER

wif

e

TR

AC

Y

A

WY

CH

E

DA

VID J

WY

CH

E and

ST

EP

HE

N

HA

RW

EL

L

AN

GE

LA

CH

UR

CH

CO

OK

CO

OK and

wif

e,

VA

NC

E

AR

MS

TR

ON

G

wif

e, N

ITA

H

HU

NT

JO

SEP

H

B

HU

NT and

PI Sta 34+25.14

D

L = 513.92'

T = 259.06'

R = 1,650.00'

PI Sta 43+98.59

D

L = 247.58'

T = 123.91'

R = 2,290.00'

PI Sta 55+83.76

D

L = 683.10'

T = 347.58'

R = 1,500.00'

PI Sta 74+43.52

D

L = 709.11'

T = 357.41'

R = 2,290.00'

-L- -L- -L- -L-

PIs Sta 18+31.70

F

Ls = 200.00'

LT = 133.33'

ST = 66.67'

PI Sta 29+28.64

D

L = 2,048.20'

T = 1,030.28'

R = 7,639.46'

PIs Sta 40+13.23

F

Ls = 200.00'

LT = 133.33'

ST = 66.67'

PI Sta 11+68.77

D

L = 336.60'

T = 168.77'

R = 1,850.00'

PI Sta 20+38.81

D

L = 112.16'

T = 58.85'

R = 150.00'

PIs Sta 11+35.55

F

Ls = 200.00'

LT = 135.55'

ST = 68.69'

PI Sta 26+60.24

D

L = 521.33'

T = 1,460.24'

R = 180.00'

PIs Sta 17+91.72

F

F

Ls = 200.00'

LT = 134.17'

ST = 70.38'

-Y1-

-Y1RPD-

-Y1LPA-PI Sta 16+44.52

D

L = 777.29'

T = 411.45'

R = 958.36'

PI Sta 13+86.85

D

L = 178.25'

T = 91.67'

R = 310.00'

PI Sta 16+50.20

D

L = 236.88'

T = 118.56'

R = 2,146.00'

-Y1RPA-

-Y1RPD- -Y3- -Y3- -Y4-PI Sta 12+95.51

D

L = 199.54'

T = 100.02'

R = 1,153.00'

30+00

25+00

20+00

50+00

55+00

45+00

40+00

35+00

30+0

0

35+00

40+00

45+00

50+00

55+0060+00

65+00

70+00

75+00

15+00

-Y3- PT Sta. 17+68.52

-Y3- PC Sta. 15+31.64

-Y3- PT Sta. 14+73.43

-Y3- PC Sta. 12+95.18

-L- PC Sta. 31+66.08

-L- PT Sta. 45+22.26

-L- PC Sta. 42+74.68

-L- PT Sta. 59+19.28

-L- PC Sta. 70+86.11

-L- PT Sta. 77+95.22

-L- PC Sta. 52+36.18

-Y4- POT Sta. 16+37.48-L- POT Sta. 47+02.10=

-Y1- ST Sta. 41+46.56

-Y1- CS Sta. 39+46.56

-Y1- SC Sta. 18+98.36-L- POC Sta. 34+28.97=

-Y3- POT Sta. 10+00.00

-L- POT Sta. 39+78.31=

-Y1- POT Sta. 55+99.53

A

D

C

B

-Y1R

PA-

-Y2- POT Sta. 56+81.64

e = 0.04

DS = 50mph

e = 0.03

DS = 50mph

e = 0.04

DS = 50mph

e = 0.03

DS = 50mph

DS = 25mphe = Existing

e = Existing e = Existinge = 0.04

DS = 30mph

e = Existing e = Existing

e = Existing

Runoff = 288' Runoff = 144' Runoff = 192' Runoff = 108'

Runoff = 146'

-L- STA. 67+67.50+/- BEGIN BRIDGE

-L- STA. 70+07.50+/-END BRIDGE

-Y1RPD- POT Sta. 21+59.80-L- POC Sta. 16+82.18=

-L- PT Sta. 17+83.73

25+0

0

15+00

-L- POT Sta. 10+14.93

-L- PC Sta. 11+30.46

-L- PC Sta. 25+99.23

-L- POC Sta. 27+79.77=-Y1RPA- POT Sta. 22+44.15

-L- PT Sta. 28+73.72

20+0

0

-L- PT Sta. 36+80.00

-L--L-PI Sta 27+36.64

D

L = 274.49'

T = 137.41'

R = 2,290.00'

PI Sta 15+65.13

D

L = 653.27'

T = 436.85'

R = 385.00'

e = Existing e = 0.03

DS = 50mph

Runoff = 144'

LEGEND

FUTURE ROADWAY

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

EXISTING UTILITY EASEMENT

BUILDING

EXISTING ROADWAY TO BE REMOVED

LAKE, RIVER, STREAM OR POND

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

DESIGN DATA

0' 100' 200'100'

SCALE: 1" = 100'

0.04=MAX. SUPERELEVATION

50 MPH=DESIGN SPEED

MAJOR COLLECTOR=FUNCTIONAL CLASSIFICATION

PROPOSED CONSTRUCTION EASEMENT

FUTURE ISLAND OR CURB AND GUTTER

0000

0000 PRESENT ADT

FUTURE ADT

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

DESIGN PUBLIC MEETING MAP

IREDELL COUNTY

DESIG

N

PU

BLIC

ME

ETIN

G

MA

P

WB

S

NO. 4

1890.1.D

1

S.T.I.P. N

O. R

-510

0A

IR

ED

EL

L

CO

UN

TY

MA

P 1 O

F 2

LEGEND

0000

0000

FUTURE ROADWAY

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

PRESENT ADT

FUTURE ADT

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

EXISTING UTILITY EASEMENT

BUILDING

EXISTING ROADWAY TO BE REMOVED

LAKE, RIVER, STREAM OR POND

PROPOSED CONSTRUCTION EASEMENT

PROPOSED ISLAND OR CURB AND GUTTER

AND GUTTER TO BE RETAINEDEXISTING ISLAND OR CURB

AND GUTTER TO BE REMOVEDEXISTING ISLAND OR CURB

FUTURE ISLAND OR CURB AND GUTTER

0' 100' 200'100'

SCALE: 1" = 100'

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

DESIGN DATA

0.04=MAX. SUPERELEVATION

50 MPH=DESIGN SPEED

MAJOR COLLECTOR=FUNCTIONAL CLASSIFICATION

easements, are preliminary and are subject to change.

The designs shown on these maps, including utility

locations of major existing and potential utility easements.

The utility information shown on these maps is limited to

utilities are not shown on these maps or on other displays.

To provide greater visual clarity, existing and proposed

UTILITY INFORMATION:

IR

ED

EL

L

CO

UN

TY

WB

S

NO. 4

1890.1.D

1

S.T.I.P. N

O. R

-510

0A

DESIG

N

PU

BLIC

ME

ETIN

G

MA

P

MA

P 1 O

F 2

MAP 1 OF 2

WBS NO. 41890.1.D1

S.T.I.P. NO. R-5100A

I-77 TO BRAWLEY SCHOOL RD (SR 1100)

WILLIAMSON RD (SR 1109) FROM

21

INTERSTATE

77

INTERSTATE77

CAT

ALIN

A DR.

1110SR

DIA

MO

ND H

EAD D

R.

GROUNDORIGINAL

GROUNDORIGINAL

.02 .020.08

1:11:

11:1

1:1

0.020.02

WILLIAMSON RD-L-

0.08

VAR. (4:1 to 2:1)VAR. (4:1 to 2:1)

VARIES

6'-9.5" TO 15' 6'-9.5" TO 15'

VARIES

-L- ST

A 80+00.00

MAT

CHLI

NE

ROLL 2

CL

12'12' 12' 12'2'10' 2' 10'

5'4.5'5' 4.5'1.5'

POINT

GRADE

1.5'

2040 ADT

2020 ADT

WILLIAMSON RDSR 1109 -L-

2040 ADT

2020 ADT

BRIDGEWATER LNSR 3223 -Y3-

2040 ADT

2020 ADT

I-77 I-77

39,300

26,500

34,800

27,100

88,400

73,300

12,000

9,400

15,700

10,300

5,000

3,120

4,200

4,600

106,900

85,400

RAMP ARAMP B

RAMP C RAMP D

WILLIAMSON RDSR 1109 -L-

14,600

9,200

35,200

25,400

8,100

4,900

6,500

4,300

WILLIAMSON RDSR 1109 -L-36,800

26,000

N. CARDIGAN WAY

-Y2-

5,200

4,100

33,800

24,000

3,300

2,700

1,900

1,300

WILLIAMSON RD

SR 1109 -L-

35,200

25,400

AND GUTTERPROPOSED STRUCTURES, ISLAND, CURB

AND GUTTER TO BE RETAINEDEXISTING STRUCTURES, ISLAND, CURB

AND GUTTER TO BE REMOVEDEXISTING STRUCTURES, ISLAND, CURB

-L- STA 11+00.00BEGIN TIP PROJECT R-5100A

36'

48'

120'

RIG

HT O

F W

AY

RIG

HT O

F W

AY

110'

110'

RIG

HT O

F W

AY

55'

OF W

AY

RIG

HT

I-77 T

O

BR

AW

LE

Y

SC

HO

OL

RD (S

R

1100)

WIL

LIA

MS

ON

RD (S

R

1109) F

RO

M

I-77 T

O

BR

AW

LE

Y

SC

HO

OL

RD (S

R

1100)

WIL

LIA

MS

ON

RD (S

R

1109) F

RO

M

5.5'

2'

CL

5.5'

2'

7.5'

9' MEDIAN

26'-9" CLEAR ROADWAY 26'-9" CLEAR ROADWAY

0'-9"0'-9"

WILLIAMSON RD OVER LAKE NORMAN-L-

12' 12' 12' 12'

CL

41' CLEAR ROADWAY 41' CLEAR ROADWAY

9'

WILLIAMSON RD OVER I-77-L-

SIDEWALK5.5'

2'2'

1

12' 12' 12' 12'ISLAND

6' 12' 12'

WETLANDWETLAND

CEMETERIESCEMETERIES

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

C

A

;

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

C

A

;

ORTHOPHOTO DATE: FEB 02, 2014

SOURCE: NC ONE MAP

ORTHOPHOTO DATE: FEB 02, 2014

SOURCE: NC ONE MAP

TO CHARLOTTE

TO STATESVILLE

TO

NC 150

WILLIAM

SON RD.

1109SR

ALCOVE RD.

1206

SR

N. C

ARDIG

AN W

AY

FAIRVIEW RD.

BRID

GE

WATER L

N.

3223

SR

PO

NDEROSA CIR.

JADE C

T.

JADE CT.

LAKE NORMAN

LAKE NORMAN

WILLIAMSON RD.

1109

SR

TIP PROJECT: U-

5817FUTURE

WALLRETAINING

BEGIN

WALLRETAINING

END

WALLRETAINING

END

WALLRETAINING

BEGIN

DRIVEWAY NOTE

GATEWAYMOORESVILLE

-Y1RPD-

-L-

-Y1R

LP

A-

-Y1RP

A-

-Y3-

-Y4-

-L-

CITGO

BANKAQUESTA

WALLRETAINING

BEGIN

WALLRETAINING

END

ARBY'S

LIONFOOD

PIER 33

LAKE NORMAN

EDDIE'S ON

9' MEDIAN

9' MEDIAN23' MEDIAN

18' MEDIAN

30' M

EDIAN

30'

ME

DIA

N

later date.

locations will be finalized at a

are subject to change. Driveways

are based on preliminary plans and

Driveways are approximate, as maps

Note: Construction of sidewalks are contingent upon a municipal agreement.

CREDIT UNIONPIEDMONT AVIATION

48'

20'

28'

48'

24'

36'

24'

36'36'

36'

48'

48'

48'24'

36'

24'

36'

24'

36'

22'

REALITYLAKE NORMAN

DIAMOND HEAD

-Y1-

-Y1-

24'

24'

SIDEWALK

.02.02

SIDEWALK

.02.02